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Influence of Grain Shape of Waste Glass Aggregate on the Properties of Cement Mortar

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The rapid civilizational progress forces us care more about the natural environment. A huge population produces immeasurable amounts of waste, including vast amounts of waste glass. Therefore, the recycling of waste glass is a challenge that has to be taken on to preserve the balance in our environment. The development of the nanomaterial technology, allowed us to obtain the cement mortars with similar or even enhanced parameters compared to the ordinary ones. These two aspects have become an inspiration for the research, in which waste glass was used along with modern nanomaterial technology. Three groups of mortars, where the natural aggregate was replaced by waste glass (100% – WG, 50% – RWG, 0% – R) were prepared. Each group of mortars was modified with nanosilica admixture of 0%, 1% and 3% (of cement mass). Superplasticizer was incorporated in order to improve the workability of mortars. The workability and density of fresh mortar were determined. The specimens were cured for 7, 28 and 365 days, after which their freeze-thaw resistance and abrasion resistance were evaluated. The study showed that the waste glass aggregate might find application in the construction industry as the mortars produced with the waste glass and nanosilica exhibited improved mechanical properties. The analysis of the results of this experimental research allowed for determining the influence of grain shape of waste glass aggregate on the properties of cement mortar.
Słowa kluczowe
Rocznik
Strony
148--159
Opis fizyczny
Bibliogr. 34 poz., rys., tab.
Twórcy
  • Department of Building Physics and Building Materials, Faculty of Civil Engineering and Architecture, West Pomeranian University of Technology, Szczecin, al. Piastów 50, 70-311 Szczecin, Poland
  • Department of Building Physics and Building Materials, Faculty of Civil Engineering and Architecture, West Pomeranian University of Technology, Szczecin, al. Piastów 50, 70-311 Szczecin, Poland
Bibliografia
  • 1. Aly M., Hashmi M.S.J., Olabi A.G., Messeiry M., Abadir E.F., Hussain A.I. 2012. Effect of colloidal nano-silica on the mechanical and physical behavior of waste-glass cement mortar. Materials and Design, 33, 127–135.
  • 2. Batayneh M., Marie I., Asi I. 2007. Use of selected waste materials in concrete mixes. Waste Management (New York, N.Y.), 27, 1870–1876.
  • 3. Behfarnia K., Salemi N. 2013. The effects of nanosilica and nano-alumina on frost resistance of normal concrete. Construction and Building Materials, 48, 580–584.
  • 4. Beigi M. H. et al. 2013. An experimental survey on combined effects of fibers and nanosilica on the mechanical, rheological, and durability properties of self-compacting concrete. Materials and Design, 34, 1019–1029.
  • 5. Carsana M., Frassoni M., Bertolini L. 2014. Comparison of ground waste glass with other supplementary cementitious materials. Cement & Concrete Composites, 45, 39–45.
  • 6. European Parliament. 2018. Directive (EU) 2018/852 of The European Parliament And Of The Council of 30 May 2018 amending Directive 94/62/ EC on packaging and packaging waste.
  • 7. Du H., Tan K. H. 2014. Concrete with Recycled Glass as Fine Aggregates. ACI Materials Journal/ January-February, 47–57.
  • 8. Givi A. N., Rashid S. A., Aziz F. N. A. et al. 2011. The effects of lime solution on the properties of SiO2 nanoparticles binary blended concrete. Composites: Part B, 42, 562–569.
  • 9. Global Commission. 1987. Gathering a body of global agreements, Report of the World Commission on Environment and Development: Our Common.
  • 10. Główny Urząd Statystyczny. 2018. Ochrona Środowiska 2018, Warszawa, ISSN 0867–3217, 140–157.
  • 11. Gopalakrishnan R., Govindarajan D. 2011. Compressive Strength and Electron Paramagnetic Resonance Studies on Waste Glass Admixtured Cement. New Journal of Glass and Ceramics, 1(3), 119–124.
  • 12. Gunalaan V., Kanapathy Pillary S. G. 2013. Performance of using waste glass powder in concrete as replacement of cement. American Journal of Engineering Research (AJER), 2, 175–181.
  • 13. Horszczaruk E., Mijowska E., Cendrowski K., Sikora P. 2014. Influence of the new method of nanosilica addition on the mechanical properties of cement mortars. Cement Wapno Beton-5/2014, 66, 308–316.
  • 14. Idir R., Cyr M., Tagnit-Hamou A. 2010. Use of fine glass as ASR inhibitor in glass aggregate mortars. Construction and Building Materials, 24, 1309–1312.
  • 15. Ismail Z.Z., Al-Hashmi E.A. 2009. Recycling of waste glass as a partial replacement for fine aggregate in concrete, Waste Management (New York, N.Y.), 29, 655–659.
  • 16. ISIC.1992. Określenie kryteriów zmniejszania zużycia ciepła w przemyśle szklarskim, Kraków.
  • 17. Journal of the World Resource Foundation. 1996. Glass Re-use and recycling. Warner Bulletin, 49, Tonbridge.
  • 18. Kuśnierz A. 2010. Recykling szkła. Prace Instytutu Ceramiki i Materiałów Budowlanych 2010, Tom: R. 3, nr 6, 22–33.
  • 19. Ltifi M., Guefrech A., Mounanga P. et al. 2011. Experimental study of the effect of addition of nanosilica on the behaviour of cement mortars. Procedia Engineering, 10, 900–905.
  • 20. Mageswari M., Vidivelli B. 2010. The use of sheet glass powder as fine aggregate replacement in concreto. Open Civil Engineering Journal, 4, 65–71.
  • 21. Pawłowski W., Stoch L. 1995. Recykling szkła, Wydawnictwo Poznańskie, Poznań.
  • 22. Park S.B., Lee B.C., Kim J. H. 2004. Studies on mechanical properties of concrete containing waste glass aggregate. Cement and concrete research, 34, 2181–2189.
  • 23. Pereira de Oliveira L.A., Castro-Gomes J.P., Santos P. 2008. Mechanical and durability properties of concrete with ground waste glass sand. 11DBMC International Conference on Durability of Building Materials and Components, Istanbul, Turkey 11–14 May 2008, T11.
  • 24. Polat R., Yadollahi M.M., Sagsoz A.E., Arasan S. 2013. The correlation between aggregate shape and compressive strength of concrete: Digital image processing approach. Int. J. Struct. Civ. Eng. Res., 2, 63–80.
  • 25. Senff L. et al. 2012. Effect of nano-SiO2 and nanoTiO2 addition on the rheological behavior and the hardened properties of cement mortars. Materials Science and Engineering A, 532, 354– 361.
  • 26. Shakhmenko G., Juhnevica I., Korjakins A. 2013. Influence of sol-gel nanosilica on hardening processes and physically-mechanical properties of cement paste. Procedia Engineering, 57, 1013–1021.
  • 27. Sikora P., Abd Elrahman M., Stephan D. 2018. The influence of nanomaterials on the thermal resistance of cement-based composites-A review. Nanomaterials 8(7), 465.
  • 28. Sikora P., Augustyniak A., Cendrowski K., Horszczaruk E., Rucinska T., Nawrotek P., Mijowska E. 2016. Characterization of mechanical and bactericidal properties of cement mortars containing waste glass aggregate and nanomaterials. Materials 9 (8), no. 701, 1–16.
  • 29. Skoczylas K., Rucińska T. 2018. Strength and durability of cement mortars containing nanosilica and waste glass fine aggregate. Cement Wapno Beton, 3/2018, 206–215.
  • 30. Skoczylas K., Rucińska T. 2018. The effects of waste glass cullets and nanosilica on the long-term properties of cement mortars. E3S Web of Conferences 49, 00102, 1–9.
  • 31. Sordoń-Kulibaba B. 2008. Zagospodarowanie odpadów szkła i opakowań szklanych. Recykling nr 3.
  • 32. Terro M.J. 2006. Properties of concrete made with recycled crushed glass at elevated temperatures. Building and Environment, 41/2006, 633–639.
  • 33. United Nations. 1992. AGENDA 21, United Nations Conference on Environment & Development Rio de Janerio, Brazil, 3 to 14 June 1992.
  • 34. Wiliams P.T. 1998. Waste treatment and disposal. John Wiley & Sons Ltd, Chichester, UK.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-07429f87-8362-49cd-8696-ff2b5fa8701f
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